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Analysis of the layered steel-concrete pervious composite beam under moving point load

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Abstract

One-dimensional finite element model is used to analyze the layered pervious composite beam with the partial or complete shear interface. The present model assumed a uniform porosity distribution along the thicknesses of the two-layered composite beam to figure out how multi-layered porous composite beams behave under moving point load. The presented model has used a continuous C0 finite element method based on cubic order beam theory containing three nodes. Each node has eight unknowns. To get rid of stress oscillations and shear-locking effects, the stiffness matrix has been solved by numerical integration. This study investigates the effect of various parameters on the bending of the beam and stresses of composite beam elements, including damping ratio, boundary conditions, interfacial shear stiffness and velocity of the moving load. The novel results of the proposed work may be efficiently used for the further analysis of the different porosity distributions in the composite beam.

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Acknowledgements

It is my pleasure to acknowledge and thank my supervisor for his technical guidance and assistance.

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Authors and Affiliations

  1. Department of Civil Engineering, National Institute of Technology Patna, Patna, Bihar, 800005, India

    Prashant Kumar

  2. Department of Civil Engineering, National Institute of Technology Delhi, Delhi, 110036, India

    Ajay Kumar

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Correspondence to Prashant Kumar.

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Kumar, P., Kumar, A. Analysis of the layered steel-concrete pervious composite beam under moving point load. Innov. Infrastruct. Solut. 8, 254 (2023). https://doi.org/10.1007/s41062-023-01212-8

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